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DSR REPORT
Name Building Works Based On CPWD skeleton Year 2014-2015
PWD UTTRAKHAND
Chapter Name Earth Work
Rate In (Rs.)
UnitItem Description Rate
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 min
width as well as 10 sqm on plan including disposal of excavated earth upto 50 m andlift
upto 1.5 m, disposed soil to be levelled and neatly dressed.
1-2-1
sq.mEarth work in excavation in all kinds of soils.80966 1-2-1-1 38.400
Earth work in rough excavation, banking excavated earth in layers not exceeding 20
cm in depth, breaking clods watering, rolling each layer with tonne roller or
wooden or steel rammers, and rolling every 3rd and top-most layer with power rollerof minimum 8 tonnes and dressing up in embankments for roads, flood banks,marginal banks and guide banks or filling up ground depressions, lead upto 50 m
and lift upto 1.5 m
1-2-2
cu.mEarth work in rough excavation, banking excavated earth, breaking clods, watering
& rolling in all Kinds of soil.80967 1-2-2-1 293.000
Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods,
watering, rolling each layer with tonne roller, or wooden or steel rammers, androlling
every 3rd and top-most layer with power roller of minimum 8 tonnes and dressingup, in
embankments for roads, flood banks, marginal banks, and guide banks etc., leadupto
50 m and lift upto 1.5 m.
1-2-3
cu.mBanking excavated earth in layers not exceeding 20 cm. in depth (all kinds of soils)80968 1-2-3-1 182.500
cu.mDeduct for not rolling with power roller of minimum 8 tonnes for
banking excavated earth in layers not exceeding 20 cm in depth.80969 1-2-4 2.200
cu.mDeduct for not watering the excavated earth for banking80970 1-2-5 11.600
Earth work in excavation by mechanical means (Hydraulic excavator)/ manualmeansover areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan)
includingdisposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be
levelled and neatly dressed.
1-2-6
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Rate In (Rs.)
UnitItem Description Rate
cu.mExcavation in all kinds of soil80971 1-2-6-1 221.800
Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manualmeans
over areas (exceeding 30 cm in depth, 1.5m in width as well as-10 sqm on plan)
includingdisposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be
levelled and neatly dressed.
1-2-7
cu.mOrdinary rock80972
1-2-7-1 303.900
cu.mHard rock (requiring blasting)80973 1-2-7-2 592.400
cu.mHard rock (blasting prohibited)80974 1-2-7-3 649.200
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual
meansin foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan)
including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
gettingout the excavated soil and disposal of surplus excavated soil as directed, within a
leadof 50 m.
1-2-8
cu.mAll kinds of soil.80975 1-2-8-1 224.700
Excavation work by mechanical means (Hydraulic Excavator)/ manual means in
foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on planincluding
dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the
excavated soil and disposal of surplus excavated soils as directed, within a lead of50m.
1-2-9
cu.mOrdinary rock80976 1-2-9-1 323.000
cu.mHard rock (requiring blasting)80977 1-2-9-2 683.000
cu.mHard rock (blasting prohibited)80978 1-2-9-3 662.500
Excavating trenches of required width for pipes, cables, etc including excavation forsockets and dressing of sides, ramming of bottoms, depth upto 1.5 m including
gettingout the excavated soil and then returning the soil as required, in layers not exceeding
20cm in depth including consolidating each deposited layer by ramming, watering, etc.
and disposing of surplus excavated soil as directed, within a lead of 50 m :
1-2-10
All kinds of soil1-2-10-1
metrePipes, cables etc, not exceeding 80 mm dia.80979 1-2-10-1-1 146.300
metrePipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.80980 1-2-10-1-2 238.900
metrePipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm.80981 1-2-10-1-3 373.000
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Rate In (Rs.)
UnitItem Description Rate
metreExtra for excavating trenches for pipes, cables etc. in all kinds of soil
for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is overcorresponding basic item for depth upto 1.5 metre).
80982 1-2-11 317.100
metreExtra for excavating trenches for pipes, cables, etc, in all kinds ofsoil for depth exceeding 3 m in depth, but not exceeding 4.5 m.
(Rate is over corresponding basic item for depth upto 1.5 metre.)
80983 1-2-12 808.900
Excavating trenches of required width for pipes, cables, etc, including excavation for
sockets, depth upto 1.5 m including getting out the excavated materials, returningthe
soil as required in layers not exceeding 20 cm in depth including consolidating each
deposited layers by ramming, watering etc. stacking serviceable material formeasurements and disposal of unserviceable material as directed, within a lead of
50m :
1-2-13
Ordinary rock1-2-13-1
metrePipes, cables etc. not exceeding 80 mm dia.80984 1-2-13-1-1 196.000
metrePipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.80985 1-2-13-1-2 485.200
metrePipes, cables exceeding 300 mm dia but not exceeding 600mm dia80986 1-2-13-1-3 558.400
Hard rock (requiring blasting)1-2-13-2
metrePipes, cables etc. not exceeding 80 mm dia.80987 1-2-13-2-1 366.900
metrePipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.80988 1-2-13-2-2 908.400
metrePipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia.80989 1-2-13-2-3 1,045.400
Hard rock (blasting prohibited)1-2-13-3
metrePipes, cables etc. not exceeding 80 mm dia.80990 1-2-13-3-1 357.200
metrePipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.80991 1-2-13-3-2 884.400
metrePipes, cables etc. exceeding 300 mm dia but notexceeding 600mm dia.
80992 1-2-13-3-3 1,017.800
metreExtra for excavating trenches for pipes, cables, etc. in ordinary/hardrock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over
corresponding basic item for depth upto 1.5 metre.)
80993 1-2-14 1,812.200
metreExtra for excavating trenches for pipes, cables, etc. in ordinary/hard
rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is overcorresponding basic item for depth upto 1.5 metre.)
80994 1-2-15 2,222.900
Close timbering in trenches including strutting, shoring and packing cavities(wherever required) complete. (Measurements to be taken of the face area timbered).
1-2-16
sq.mDepth not exceeding 1.5 m.80995 1-2-16-1 122.700
sq.mDepth exceeding 1.5 m but not exceeding 3 m.80996 1-2-16-2 129.900
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Rate In (Rs.)
UnitItem Description Rate
sq.mDepth exceeding 3 m but not exceeding 4.5 m.80997 1-2-16-3 129.000
Close timbering in case of shafts, wells, cesspits, manholes and the like includingstrutting, shoring and packing cavities (wherever required) etc. complete.
(Measurements to be taken of the face area timbered).
1-2-17
sq.mDepth not exceeding 1.5 m.80998 1-2-17-1 128.700
sq.mDepth exceeding 1.5 m but not exceeding 3 m.80999 1-2-17-2 139.500
sq.mDepth exceeding 3 m but not exceeding 4.5 m.81000 1-2-17-3 151.900Close timbering over areas including strutting, shoring and packing, cavities(wherever required) etc. complete. (Measurements to be taken of the face area
timbered):
1-2-18
sq.mDepth not exceeding 1.5 m.81001 1-2-18-1 111.000
sq.mDepth exceeding 1.5 m but not exceeding 3 m.81002 1-2-18-2 117.200
sq.mDepth exceeding 3 m but not exceeding 4.5 m.81003 1-2-18-3 124.200
sq.mExtra for planking, strutting and packing materials for cavities (in
close timbering) if required to be left permanently in position. (Facearea of timber permanently left to be measured).
81004 1-2-19 1,660.700
Open timbering in trenches including strutting and shoring complete
(measurements to be taken of the face area timbered)
1-2-20
sq.mDepth not exceeding 1.5 m.81005 1-2-20-1 63.700
sq.mDepth exceeding 1.5 m but not exceeding 3 m.81006 1-2-20-2 67.100
sq.mDepth exceeding 3 m but not exceeding 4.5 m81007 1-2-20-3 72.700
Open timbering in case of shafts, wells, cesspits, manholes and the like including
strutting and shoring complete (Measurements to be taken of the face areatimbered)
1-2-21
sq.mDepth not exceeding 1.5 m.81008 1-2-21-1 54.300
sq.mDepth exceeding 1.5 m but not exceeding 3 m.81009 1-2-21-2 59.600
sq.mDepth exceeding 3 m but not exceeding 4.5 m.81010 1-2-21-3 66.500
Open timbering over areas including strutting, shoring etc. complete.
(Measurements to be taken of the face area timbered)
1-2-22
sq.mDepth not exceeding 1.5 m.81011 1-2-22-1 36.600
sq.mDepth exceeding 1.5 m but not exceeding 3 m.81012 1-2-22-2 40.300
sq.mDepth exceeding 3 m but not exceeding 4.5 m.81013 1-2-22-3 46.300
sq.mExtra for planking and strutting in open timbering if required to be leftpermanently in position. (Face area of the timber permanently left to
be measured).
81014 1-2-23 843.600
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Rate In (Rs.)
UnitItem Description Rate
Extra rates for quantities of works, executed: (The extra percentage rate is applicable
in respect of each item but limited to quantities of work executed in thesedifficult conditions).
1-2-24
metreIn or under water and/ or liquid mud, including pumping out water as required.81015 1-2-24-1 0.000
metreIn or under foul position, including pumping out water as required.81016 1-2-24-2 0.000
cu.mFilling available excavated earth (excluding rock) in trenches, plinth,
sides of foundations etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, leadup to 50 m and lift upto 1.5 m.
81017 1-2-25 84.900
Extra for every additional lift of 1.5 m or part thereof in.1-2-26
cu.mAll kinds of soil.81018 1-2-26-1 35.200
cu.mOrdinary or hard rock.81019 1-2-26-2 63.100
cu.mSupplying and filling in plinth with Jamuna sand under floors
including, watering, ramming consolidating and dressing complete.81020 1-2-27 1,102.300
Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.
1-2-28
sq.mAll kinds of soil.81021 1-2-28-1 9.500
Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same.1-2-29
sq.mAll kinds of soil.81022 1-2-29-1 9.400
Excavating holes upto 0.5 cum including getting out the excavated soil, thenreturning the soil as required in layers not exceeding 20 cm in depth, including
consolidating each deposited layer by ramming, watering etc, disposing of surplusexcavated soil; as directed within a lead of 50 m and lift upto 1.5 m.
1-2-30
eachAll kinds of soil.81023 1-2-30-1 116.800
eachOrdinary rock81024 1-2-30-30-2 164.100
eachHard rock (requiring blasting)81025 1-2-30-30-3 368.300
eachHard rock (requiring blasting)81026 1-2-30-30-4 358.100
sq.mClearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth upto 30 cm measured at a height of 1 m above ground level and
removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
81027 1-2-31 4.900
sq.mClearing grass and removal of the rubbish upto a distance of 50 m outside the
periphery of the area cleared.
81028 1-2-32 2.500
Felling trees of the girth (measured at a height of 1 m above ground level) including
cutting of trunks and branches removing the roots and stacking of serviceablematerial and disposal of unserviceable material.
1-2-33
eachBeyond 30 cm girth upto and including 60 cm girth81029 1-2-33-1 150.700
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Rate In (Rs.)
UnitItem Description Rate
eachBeyond 60 cm girth upto and including 120 cm girth81030 1-2-33-2 664.800
eachBeyond 120 cm girth upto and including 240 cm girth81031 1-2-33-3 3,067.500
eachAbove 240 cm girth81032 1-2-33-4 6,156.500
Supplying chemical emulsion in sealed containers including delivery as specified.1-2-34
litreChlorpyriphos/Lindane emulsifiable concentrate of 20%81033 1-2-34-1 328.500
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL
anti-termitetreatment (including the cost of chemical emulsion).
1-2-35
Along external wall where the apron is not provided using chemical emulsion @
7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mmincluding excavation channel along the wall & rodding etc. complete
1-2-35-1
metreWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration.81034 1-2-35-1-1 49.200
Along the external wall below concrete or masonry apron using chemical emulsion@ 2.25 litres per linear metre including drilling and plugging holes etc.
1-2-35-2
metreWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration.81035 1-2-35-2-1 55.700
Treatment of soil under existing floors using chemical emulsion @ one litre per
hole, 300 mm apart including drilling 12 mm diameter holes and plugging with
cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor
1-2-35-3
sq.mWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration.81036 1-2-35-3-1 283.700
Treatment of existing masonry using chemical emulsion @ one litre per hole at300 mm interval including drilling holes at 45 degree and plugging them with
cementmortar 1:2 (1 cement: 2 coarse sand) to the full depth of the hole
1-2-35-4
metreWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration.81037 1-2-35-4-1 70.700
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONALanti-termite
treatment (excluding the cost of chemical emulsion)
1-2-35-5
metreTreatment at points of contact of wood work by chemical emulsion Chlorpyriphos/
Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mmdia holes at downward angle of 45 degree at 150 mm centre to centre and sealing
the same.
81038 1-2-35-5-1 189.200
cu.mDeduct for disposed soil not levelled and neatly dressed (against item No.
2.6,&2.7)
81039 1-2-36 25.800
cu.mSupply and Stacking of fly ash conforming to IRC-58 at Site including carriage,
loading, unloading & stacking up to any lead (measured stacks will be reduced by
20% for Payment)
81040 1-2-37 0.000
cu.mFilling with available fly ash and earth (excluding rock) in trenches or embankment
in layers (each layer should not exceed 15 cm), with intermediate layer of
81041 1-2-38 0.000
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Rate In (Rs.)
UnitItem Description Rate
compacted earth(Soil density of 98%) after every four layers of compacted depth offly ash, sides & Top layer of filling shall be done with earth having total minimum
compacted thickness 30 cm or as decided by Engineer-in-charge, includingcompacting each layer by rolling/ ramming and watering, all complete as per
drawing and direction of Engineer-in-change.
Specification:
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Chapter Name Mortars
Rate In (Rs.)
UnitItem Description Rate
cu.mCement Mortar 1:1 (1 cement : 1 fine sand)81042 1-3-1 9,292.500
cu.mCement mortar 1:2 (1 cement : 2 fine sand).81043 1-3-2 6,839.300
cu.mCement mortar 1:3 (1 cement : 3 fine sand).81044 1-3-3 5,614.200
cu.mCement mortar 1:4 (1 cement : 4 fine sand).81045 1-3-4 4,570.600
cu.mCement mortar 1:5 (1 cement : 5 fine sand).81046 1-3-5 4,008.700
cu.mCement mortar 1:6 (1 cement : 6 fine sand).81047 1-3-6 3,527.000
cu.mCement mortar 1:2 (1 cement : 2 coarse sand).81048 1-3-7 8,105.700
cu.mCement mortar 1:3 (1 cement : 3 coarse sand).81049 1-3-8 5,670.400
cu.mCement mortar 1:4 (1 cement : 4 coarse sand).81050 1-3-9 4,626.800
cu.mCement mortar 1:5 (1 cement : 5 coarse sand).81051 1-3-10 4,064.900
cu.mCement mortar 1:6 (1 cement : 6 coarse sand).81052 1-3-11 3,583.200
cu.mCement mortar 1:2 (1 cement : 2 stone dust).81053 1-3-12 7,625.600
cu.mCement mortar 1:2 (1 cement : 2 marble dust).81054 1-3-13 7,716.700
cu.mCement mortar 1:5 (1 cement : 5 marble dust).81055 1-3-14 4,996.900
cu.mWhite cement mortar 1:2 (1 white cement : 2 marble dust).81056 1-3-15 13,623.200
cu.mWhite cement mortar 1:3 (1 white cement : 3 marble dust).81057 1-3-16 11,032.300
cu.mWhite cement mortar 1:5 (1 white cement : 5 marble dust).81058 1-3-17 7,689.600
cu.mMud mortar81059 1-3-18 535.500
cu.mMortar in lime, Surkhi (50% red and 50% light yellow) and marble dust 1:1.5:0.581060 1-3-19 0.000Specification:
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Chapter Name Concrete Work
Rate In (Rs.)
UnitItem Description Rate
Providing and laying in position cement concrete of specified grade excluding thecost of centring and shuttering -
-All work upto plinth level
1-4-1
cu.mProviding and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinthlevel :
1:1:2 (1 Cement : 1 coarse sand : 2 graded stone
aggregate 20 mm nominal size)
81061 1-4-1-1 9,220.400
cu.m1:1.5:3 (1 Cement:1.5 Coarse Sand: 3 Graded Stone Aggregate 20 mm nominal
size).81062 1-4-1-2 7,262.300
cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)81063 1-4-1-3 6,641.800
cu.m1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominalsize).
81064 1-4-1-4 5,944.900
cu.m1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominalsize).
81065 1-4-1-5 5,864.700
cu.m1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominalsize).
81066 1-4-1-6 4,995.500
cu.m1:3:6 (1 Cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal
size).81067 1-4-1-7 4,966.800
cu.m1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal
size).81068 1-4-1-8 4,529.300
cu.m1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size)81069 1-4-1-9 4,500.600
cu.m1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal
size)
81070 1-4-1-10 4,156.300
cu.m1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)81071 1-4-1-11 4,118.600
cu.m1:2:3.5:9 (1 ordinary portland cement : 2 Fly ash : 3.5 coarse sand : 9 gradedstone aggregate 40 mm nominal
size).
81072 1-4-1-12 4,654.300
cu.m1:2.5:4:11 (1 ordinary portland cement : 2? fly ash : 4 coarse sand : 11
graded stone aggregate 40 mm nominalsize)
81073 1-4-1-13 4,238.900
Providing and laying cement concrete in retaining walls, return walls (any thickness)
including attached pilasters, columns, piers, abutmets, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks,plain window sills, fillets etc upto floor five level, excluding the cost of centring,
shuttering and finishing
1-4-2
cu.m1:1:2 (1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)81074 1-4-2-1 9,803.000
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Rate In (Rs.)
UnitItem Description Rate
cu.m1:1.5:3 (1 Cement : 1.5 Coarse Sand : 3 Graded Stone
Aggregate 20 mm nominal size).81075 1-4-2-2 7,844.800
cu.m1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal
size).81076 1-4-2-3 7,224.400
cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
40 mm nominal size).81077 1-4-2-4 6,527.500
cu.m1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
20 mm nominal size).
81078 1-4-2-5 6,447.300
cu.m1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
40 mm nominal size).81079 1-4-2-6 5,578.100
cu.m1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 40mm nominal size).
81080 1-4-2-7 5,549.400
cu.m1:5:10 ( 1 Cement : 5 Coarse sand : 10 graded stone aggregate 40 mm nominalSize).
81081 1-4-2-8 4,095.900
Centering shuttering including struttings, propping etc. and removal of form workfor
1-4-3
sq.mFoundations, footings, bases for columns.81082 1-4-3-1 184.200
sq.m2 Retaining walls, return walls, walls (any thickness) including
attached pilasters, buttresses, plinth and string courses
fillets etc.
81083 1-4-3-2 328.400
sq.mColumns, piers, abutments, pillars, posts and struts.81084 1-4-3-3 413.900
Providing and laying cement concrete in kerbs, steps and the like at or near groundlevel excluding the cost of centring, shuttering and finishing.
1-4-4
cu.m1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).81085 1-4-4-1 6,641.800
cu.m1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).81086 1-4-4-2 5,864.700
Providing and fixing upto floor five level precast cement concrete string or lacing
courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers,steps, stair cases, etc. including hoisting and setting in position with cement mortar
1:3 (1 Cement: 3 coarse sand), cost of required centring, shuttering and finishingsmooth with 6mm thick cement plaster 1:3 (1 Cement: 3 fine sand)
1-4-5
cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).81087 1-4-5-2 9,756.600
cu.m1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).81088 1-4-5-3 8,979.100
cu.m1:1.5:3 ( 1 Cement : 1.5 Coarse sand : 3 graded stone aggregate 20 mm nominalSize).
81089 1-4-5-1 0.000
Providing and fixing at or near ground level precast cement concrete in kerbs,edgings
etc. as per approved pattern and setting in position with cement mortar 1:3 (1Cement:
1-4-6
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Rate In (Rs.)
UnitItem Description Rate
3 coarse sand) including the cost of required centring, shuttering and finishingsmooth with 6mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed
surfaces complete.
cu.m1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).81090 1-4-6-1 8,406.600
Providing and fixing upto floor five level precast cement concrete solid blockincluding hoisting and setting in position with cement mortar 1:3 (1 cement: 3
coarsesand), cost of required centring, shuttering and finishing smooth with 6mm thick
cement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces complete
1-4-7
cu.m1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).81091 1-4-7-1 11,184.800
cu.m1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate
20mm nominal size).81092 1-4-7-2 10,407.700
Providing and fixing upto floor five level precast cement concrete hollow block
including hoisting and setting in position with cement mortar 1:3 (1 cement : 3coarse
sand), cost of required centring, shuttering and finishing smooth with 6mm thickcement plaster 1:3 (1 cement: 3 fine sand) on exposed surfaces complete
1-4-8
cu.m1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size).81093 1-4-8-1 10,055.900
cu.m1:3:6 (1 Cement:3 coarse sand:6 graded stone aggregate 20mm nominal size).81094 1-4-8-2 8,731.200
eachPrecasting and placing in position 125 mm dia Bollards 600 mm high
of required shape including providing M.S. Pipe Sleeve 50 mm dia
300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mmlong with 150x150x6mm M.S. plate welded at bottom and embedded
150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size) including necessary
excavation of size 250x250x450mm deep for the same inbitumen/concrete pavement at specified spacing.
81095 1-4-9 22,174.000
sq.mProviding and laying damp-proof course 40mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 12.5mm nominal size).
81096 1-4-10 308.200
sq.mProviding and laying damp-proof course 50mm thick with cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).
81097 1-4-11 376.900
kilogramExtra for providing and mixing water proofing material in cement concrete work @1 kg per 50 kg of cement.
81098 1-4-12 36.600
sq.mApplying a coat of residual petroleum bitumen of penetration 80/100of approved quality using 1.7kg per square metre on damp proofcourse after cleaning the surface with brushes and finally with a
piece of cloth lightly soaked in kerosene oil.
81099 1-4-13 133.700
cu.mExtra for concrete work in superstructure above floor V level for each
four floors or part thereof.81100 1-4-14 435.900
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Rate In (Rs.)
UnitItem Description Rate
cu.mExtra for laying concrete in or under water and/or liquid mud including cost of
pumping or bailing out water and removing slush etc. complete.81101 1-4-15 399.400
cu.mExtra for laying concrete in or under foul positions81102 1-4-16 137.300
sq.mMaking plinth protection 50mm thick of cement concrete 1:3:6 (1
cement :3 coarse sand : 6graded stone aggregate 20mm nominalsize) over 75mm bed by dry brick ballast 40mm nominal size well
rammed and consolidated and grouted with fine sand includingfinishing the top smooth
81103 1-4-17 541.300
kilogramExtra for addition of synthetic polyster triangular fibre of length 12mm, effectivediameter of 10-40 microns and specific gravity of 1.34 to 1.40 in cement
concrete/RCC/Flooring/Water retaining structure by using 125 gms of syntheticpolyster triangular fibre for 50 kg cement used as per directions of engineer in
charge.(Rates are for per kg of cement)
81104 1-4-18 1.100
Providing and laying in position ready mixed plain cement concrete, using fly ash
and cement content as per approved design mix and manufactured in fully automaticbatching plant and transported to site of work in transit mixer for all leads, having
continuous agitated mixer, manufactured as per mix design of specified grade forplain cement concrete work, including pumping of R.M.C. from transit mixer to site
of laying and curing excluding the cost of centering, shuttering and finishing,
including cost of curing, admixtures in recommended proportions as per IS : 9103 toaccelerate / retard setting of concrete, improve workability, without impairing
strength and durability as per direction of the Engineer-in-charge.NOTE :
(1) Excess/less Cement used than specified in this item is payable / recoverableseparately.
(2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as partreplacement of OPC as per IS:456 Uniform blending with cement is to be ensured in
accordance with clau ; es 5.2 and 5.2.1 of IS: 456-2000 in the items of BMC andRMC.
(3) The above item shall be used judiciously where specifed quality of Fly Ash isavailable for mixing in concrere. Also , the guidelines issued by CDO, CPWD, Vide
circular no. CDO/SE(RR)/Fly Ash (Main)/102 dated 9th April 2009 shall befollowed in such cases.
1-4-19
All works upto plinth level.1-4-19-1
cu.mM-15 grade plain cement concrete (Cement content cinsidered @ 240 kg/cum).81105 1-4-19-1-1 6,096.500
cu.mM-10 grade plain cement cincrete (cement content considered @ 220 kg/cum).81106 1-4-19-1-2 6,501.600
All Works above plinth and upto floor V level.1-4-19-2
cu.mM-15 grade plain cement concrete. (cement content considered @ 240 kg./cum)81107 1-4-19-2-1 7,014.700
cu.mM-10 grade plain cement concrete. (cement content considered @ 220 kg./cum).81108 1-4-19-2-2 6,863.700
Providing and laying in position ready mixed plain cement concrete, with cement
content as per apprved design mix and manufactured in fully automatic batchingplant and transported to site of work in transit mixer for all leads, having continuous
1-4-20
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Rate In (Rs.)
UnitItem Description Rate
agitated mixer, manufactured as per mix desigb of specified grade for plan cemeconcrete work, including pumping of R.M.C. from transit mixer to site of laying an
curing, excluding the cost of centering, shuttering and finishing, including cost ocuring, admixtures in recommended proportions as per IS : 9103 to accelerate/ retar
setting of concrete, improve workability with out impairing strength and durabilitas per direction of the Engineer-in-charge.
NOTE :
(1) Excess/less cement used than specified in this item is payable/recoverablseparately.
All works upto plinth level.1-4-20-1
cu.mM-15 grade plain cement concrete (cement content considered @ 240kg/cum).81109 1-4-20-1-1 6,606.200
cu.mM-10 grade plain cement concrete (cement content considered @ 220 kg/cum).81110 1-4-20-1-2 5,459.400
All works above plinth and upto floor V level.1-4-20-2
cu.mM-15 grade plain cement concrete (cement content considered @ 240 kg/cum).81111 1-4-20-2-1 6,930.400
cu.mM-10 grade plain cement concrete (cement content considered @ 220 kg/cum).81112 1-4-20-2-2 6,741.600
Specification:
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Chapter Name Reinforced Cement Concrete Work
Rate In (Rs.)
UnitItem Description Rate
Providing and laying in position specified grade of reinforced cement concrete1-5-1
cu.m1:1:2 (1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size).81113 1-5-1-1 9,422.200
cu.m1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size)81114 1-5-1-2 7,464.100
cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size)81115 1-5-1-3 6,843.600
Reinforced cement concrete work in walls (any thickness), including attached
pilasters, buttresses, plinth and string courses, fillets, columns, pillars,piers,abutments, posts and struts etc. upto floor five level excluding cost of centring,
shuttering, finishing and reinforcement
1-5-2
cu.m1:1:2 (1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size)81116 1-5-2-1 10,089.800
cu.m1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size)81117 1-5-2-2 8,131.700
cu.m1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size).
81118 1-5-2-3 7,511.200
cu.mReinforced cement concrete work in beams, suspended floors, roofs having
slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills, staircases and spiral stair cases up to floor five level excluding the
cost of centering, shuttering, finishing and reinforcement with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
81119 1-5-3 7,441.700
cu.mProviding and laying up to floor five level reinforced cementconcrete in kerbs, steps and the like excluding the cost of
centering, shuttering, finishing and reinforcement with 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20 mm
nominal size).
81120 1-5-4 7,112.400
cu.mReinforced cement concrete work in arches, archribs, domes,
vaults, shells, folded plate and roofs having slope more than 15?
up to floor five level excluding the cost of centering, shuttering,finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand :
4 graded stone aggregate 20 mm nominal size).
81121 1-5-5 7,254.100
cu.mReinforced cement concrete work in chimneys, shafts, up to floor
five level excluding the cost of centering, shuttering, finishing andreinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size).
81122 1-5-6 7,586.800
cu.mReinforced cement concrete work in well-steining excluding the
cost of centering, shuttering, finishing and reinforcement with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size).
81123 1-5-7 6,665.000
cu.mReinforced cement concrete work in vertical and horizontal fins
81124 1-5-8 7,857.100
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Rate In (Rs.)
UnitItem Description Rate
individually or forming box louvers, facias and eaves boards up tofloor five level excluding the cost of centering, shuttering,
finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarsesand : 3 graded stone aggregate 20mm nominal size).
Centring and shuttering including strutting,ropping etc. and removal of form for1-5-9
sq.mCentring and shuttering for foundations, footings, bases of columns, etc. for mass
concrete.81125 1-5-9-1 184.200
sq.mCentring and shuttering for Walls (any thickness) including attached
pilasters,butteresses, plinth and string courses etc.
81126 1-5-9-2 328.400
sq.mCentring and Shuttering for Suspended floors, roofs, landings, balconies and
access platform.81127 1-5-9-3 363.400
sq.mShelves (Cast in situ)81128 1-5-9-4 344.200
sq.mLintels, beams, plinth beams, girders, bressumers and cantilevers.81129 1-5-9-5 304.700
sq.mColumns, Pillars, Piers, Abutments, Posts and Struts.81130 1-5-9-6 395.500
sq.mStairs, (excluding landings) except spiral-staircases.81131 1-5-9-7 427.300
sq.mSpiral staircases (including landing).81132 1-5-9-8 349.300
sq.mArches, domes, vaults up to 6 m span81133 1-5-9-9 1,089.300
sq.mExtra for arches, domes, vaults exceeding 6 m span81134 1-5-9-10 539.600
sq.mChimneys and shafts81135 1-5-9-11 328.400
sq.mWell steining81136 1-5-9-12 576.400
sq.mVertical and horizontal fins individually or forming box louvers band, facias and
eaves boards.81137 1-5-9-13 604.600
sq.mExtra for shuttering in circular work (20% of respective
centering and shuttering items).81138 1-5-9-14 0.000
sq.mSmall lintels not exceeding 1.5m clear span, moulding as in cornices, window
sills, string courses, bands,copings, bed plates, anchor blocks and the like.
81139 1-5-9-15 184.200
Edges of slabs and breaks in floors and walls.1-5-9-16
metreUnder 20 cm wide81140 1-5-9-16-1 127.900
sq.mAbove 20 cm wide81141 1-5-9-16-2 565.100
sq.mCornices and mouldings81142 1-5-9-17 613.900
sq.mSmall surfaces such as cantilever ends, brackets and ends of steps, caps and basesto pilasters and
columns and the like.
81143 1-5-9-18 512.600
sq.mWeather shade, Chajjas, corbels etc., including
edges.81144 1-5-9-19 537.000
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Rate In (Rs.)
UnitItem Description Rate
sq.mSuspended floors, roofs, landings, balconies and
access platform. with water proof ply 12mm thick81145 1-5-9-20 0.000
sq.mLintels, beams, plinth beams, girders, bressumers and
cantilevers. with water proof ply 12mm thick.81146 1-5-9-21 0.000
Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete
as per the Engineer-in-charge
1-5-10
each12 mm dia. & 100 mm length.81147 1-5-10-1 141.700
each12 mm dia. & 150 mm length.81148 1-5-10-2 153.400
each20 mm dia. & 150 mm length.81149 1-5-10-3 169.000
each20 mm dia.& 225 mm length.81150 1-5-10-4 186.600
Extra for additional height in centring, shuttering where ever required with adequate
bracing, propping etc. including cost of de-shuttering and decentring at alllevels,over a height of 3.5 m, for every additional height of 1 metre or part thereof
(Plan
area to be measured)
1-5-11
sq.mSuspended floors, roofs, landing, beams and balconies (Plan area to be measured).81151 1-5-11-1 180.100cu.mProviding, hoisting and fixing up to floor five level precast
reinforced cement concrete work in string courses, bands,
copings, bed plates, anchor blocks, plain window sills and the likeincluding the cost of required centering, shuttering, finishing
smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 finesand) on exposed surfaces complete but excluding cost of
reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded
stone aggregate 20mm nominal size).
81152 1-5-12 9,898.800
cu.mProviding, hoisting and fixing up to floor five level precast
reinforced cement concrete in small lintels not exceeding 1.5mclear span up to floor five level including the cost of required
centering, shuttering and finishing smooth with 6 mm thickcement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces
but excluding the cost of reinforcement with 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size).
81153 1-5-13 11,516.100
cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete in mouldings as in cornices, windows sills etc.
including setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost ofrequired centering, shuttering and finishing smooth with 6 mm thick cement
plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces complete butexcluding the cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4
graded stone aggregate 20 mm nominal size).
81154 1-5-14 12,984.600
cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete in lintels, beams and bressumers
including setting in cement mortar 1:3 (1 cement : 3 coarse
81155 1-5-15 10,115.500
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Rate In (Rs.)
UnitItem Description Rate
sand), cost of required centering and shuttering and finishingsmooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine
sand) on exposed surfaces but excluding the cost ofreinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size).
cu.mProviding, hoisting and fixing up to floor five level precast
reinforced cement concrete in shelves including setting in cementmortar 1:3 (1 cement : 3 coarse sand), cost of required centering,
shuttering and finishing with neat cement punning on exposed
surfaces but excluding the cost of reinforcement with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 12.5mmnominal size).
81156 1-5-16 13,089.500
cu.mProviding, hoisting and fixing up to floor five level precastreinforced cement concrete in vertical & horizontal fins
individually or forming box louvers setting in cement mortar 1:2 (1
cement : 2 coarse sand) including the cost of required centering,shuttering and finishing smooth with 6mm thick cement plaster
1:3 (1 cement : 3 fine sand) on exposed surfaces complete butexcluding the cost of reinforcement with 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal size).
81157 1-5-17 13,383.100
Providing precast cement concrete Jali 1:2:4 (1 cement: 2 coarse sand : 4 graded
stone aggregate 6mm nominal size) reinforced with 1.6 mm dia mild steel wireincluding centring and shuttering, roughening cleaning, fixing and finishing in
cement mortar 1:3 (1 cement: 3 fine sand) etc.complete excluding plastering ofthe jambs, sills and soffits.
1-5-18
sq.m50 mm thick81158 1-5-18-1 682.700
sq.m40 mm thick81159 1-5-18-2 575.300
sq.m25 mm thick81160 1-5-18-3 557.500
cu.mEncasing rolled steel sections, in beams and columns, with
cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stoneaggregate 12.5mm nominal size) including centering and
shuttering complete but excluding cost of reinforcement.
81161 1-5-19 10,017.900
cu.mEncasing rolled steel section in grillages with cement concrete
1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate12.5mm nominal size) including centering and shuttering but
excluding cost of expanded metal and hangers.
81162 1-5-20 0.000
sq.mExtra for providing and fixing expanded metal mesh of size
20x60mm and strands 3.25mm wide 1.6mm thick weighing 3.64kg. per sqm. for encasing of rolled steel sections in beams,
columns and grillages excluding cost of hangers.
81163 1-5-21 371.000
Reinforcement for R.C.C. work including straightening, cutting, bending, placing
in position and binding all complete.
1-5-22
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Rate In (Rs.)
UnitItem Description Rate
kilogramReinforcement for R.C.C. Work Using Mild Steel and Medium /Tensile Steel Bars81164 1-5-22-1 63.500
kilogramReinforcement for R.C.C. Work Using Hard Drawn Steel Wire81165 1-5-22-2 74.000
kilogramReinforcement for R.C.C. Work Using Cold Twisted Bars81166 1-5-22-3 71.500
kilogramReinforcement for R.C.C. Work Using Hot Rolled Deformed Bars81167 1-5-22-4 71.500
kilogramReinforcement for R.C.C. Work Using Hard Drawn Steel Wire Fabric81168 1-5-22-5 69.000
kilogramReinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars81169 1-5-22-6 71.500
Steel reinforcement for R.C.C. work including straightening, cutting,bending,placing in position and binding all complete above plinth level.
1-5-22-A
kilogramMild steel and Medium Tensile steel bars.81170 1-5-22-A-1 68.400
kilogramHard drawn steel wire.81171 1-5-22-A-2 72.700
kilogramCold twisted bars.81172 1-5-22-A-3 0.000
kilogramHot rolled deformed bars.81173 1-5-22-A-4 0.000
kilogramHard drawn steel wires fabric.81174 1-5-22-A-5 67.400
kilogramThermo-Mechanically Treated bars.81175 1-5-22-A-6 0.000
sq.mSmooth finishing of the exposed surface with 6mm thick cement mortar 1:3 (1
Cement : 3 fine sand)81176 1-5-23 126.800
sq.mExtra for rendering smooth the top of suspended floors, landings
and staircases (treads and risers) with cement mortar 1:2 (1cement : 2 coarse sand) including a floating coat of neat cement
and protecting the surface with a layer of 7.5 cm of earth laidover 15 mm of fine sand in case of suspended floor and bricks
laid in mud mortar in case of landings and steps includingsubsequent removal and cleaning of the same.
81177 1-5-24 93.400
kilogramProviding and fixing in position copper plate as per design for
expansion joints.81178 1-5-25 330.200
metreProviding and filling in position, blown bitumen in expansion joints.81179 1-5-26 554.300
metreProviding and filling in position bitumen mix filler of Proportion 80 kg. of hotbitumen,1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints.
81180 1-5-27 229.000
metreProviding and fixing in position 12mm thick bitumen impregnated fibre boardconforming to IS: 1838 including cost of primer, sealing compound in expansion
joints.
81181 1-5-28 430.200
Providing and fixing sheet covering over expansion joints with iron screws as perdesign to match the colour /shade of wall treatment.
1-5-29
Non-asbestos fibre cement board 6 mm thick as per IS: 14862.1-5-29-1
metreProviding and fixing sheet covering over expansion joints with
iron screws as per design to match the colour / shade of wall
81182 1-5-29-1-1 114.100
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Rate In (Rs.)
UnitItem Description Rate
treatment.Non-asbestos fibre cement board 6 mm thick as per
IS: 14862. 150mm wide.
metre200mm wide.81183 1-5-29-1-2 153.300
Aluminium fluted strips 3.15mm thick.1-5-29-2
metre150 mm wide.81184 1-5-29-2-1 330.800
metre200 mm wide81185 1-5-29-2-2 461.900
metreAdd or deduct for plaster drip course/ groove in plastered surfaceor moulding to R.C.C. projections.
81186 1-5-30 29.000
cu.mExtra for laying reinforced cement concrete in or under waterand/ or liquid mud including cost of pumping or bailing out water
and removing slush etc., complete.
81187 1-5-31 399.400
cu.mExtra for laying reinforced cement concrete in or under foulpositions.
81188 1-5-32 137.300
cu.mProviding and laying in position machine batched, machine mixedand machine vibrated design mix cement concrete of specified
grade for reinforced cement concrete work including pumping ofconcrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement. including Admixtures inrecommended proportions as per IS 9103 to accelerate, retard
setting of concrete, improve workability without impairing strengthand durability as per direction of Engineer-in-charge. M-25 grade
reinforced cement concrete by using 410kg. of cement per cumof concrete. All work up to floor V level.
81189 1-5-33 8,400.300
Add or deduct for providing richer or leaner mixes respectively at all floor levels.1-5-34
cu.mProviding M-30 grade concrete by using 420kg of Cement per cum of concrete
instead of M-25 grade B.M.C./Rmc.81190 1-5-34-1 95.500
cu.mProviding M-35 grade concrete by using 428kg ofcement per cum of concrete instead of M-25 grade
B.M.C./ R.M.C...
81191 1-5-34-2 168.800
cu.mProviding M-40 grade concrete by using 435kg of
cement per cum of concrete instead of M-25 gradeB.M.C./ R.M.C..
81192 1-5-34-3 0.000
QuintalDeduct for using less cement than the quantity as provided in theitem of batch mix concrete/RMC as arrived as per mix design.
81193 1-5-35 932.400
cu.mProviding and placing in position precast reinforced cement concrete waffleunits square or rectangular as per design and shape for floors and roofs in 1:1.5:3
(1Cement : 1.5 coarse sand : 3 graded stone aggregate 10mm nominal size)including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2
Fine sand), making necessary holes of required sizes for carrying throughservice lines etc., providing steel hooks for lifting etc, form work in precasting,
81194 1-5-36 17,504.200
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Rate In (Rs.)
UnitItem Description Rate
handling, hoisting, centering and erection complete for all floor levels butexcluding the cost of reinforcement.
cu.mProviding and laying in position ready mixed concrete manufactured in fullyautomatic batching plant and transported to site of work in transit mixer for a
lead up to 10kms having continuous agitated mixer ,manufactured as per mixdesign of specified grade for reinforced cement concrete work including
pumping of R.M.C. from transit mixer to site of laying , excluding the cost ofcentering, shuttering finishing and reinforcement including cost of admixtures in
recommended proportions as per IS : 9103 to accelerate/ retard setting of
concrete, improveworkability without impairing strength and durability as per direction of theEngineer - in - charge. M-25 grade Reinforced cement concrete by using 410kg
of cement per cum of concrete. All works up to floor V level.
81195 1-5-37 8,838.300
cu.mExtra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each
four floors or part thereof.81196 1-5-38 218.400
cu.mExtra for carriage of R.M.C. beyond the initial lead of 10km.81197 1-5-39 51.500
Providing and laying in position ready mixed M-25 grade concrete for reinforced
cement concrete work, using fly ash and cement content as oer approved design mix
and manufactured in fully automatic batching plant and transported to site of workin transit mixer for all leads, having continuous agitated mixer, manufactured as permix design of specified grade for reinforced cement concrete work, including
pumping of R.M.C. from transit mixer to site of laying, excluding the cost ofadmixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting
of concrete, improve workability without impaining strength and durability as per
direction of the Engineer-in-charge.NOTE :- (1) Cement content considered in this item is @ 330 kg./cum. Excess/less
cement used as per design mix is payable/recoverable separately.(2) Fly ash conforming to grade I of IS 456. Uniform blending with cement to be
ensured in accordance with clauses 5.2 and 5.2.1 of IS : 456-2000 in the items of
BMC amd RMC(3) The above item shall be used judiciously where specified quality of Fly Ash isavailable for mixing concrete. Also the guidelines issued by CDO,CPWD, vide
circular no. CDO/SE(RR)/Fly Ash (Main)/102 dated 9th April 2009 shall befollowed in Such cases.
1-5-40
cu.mAll Works up to Plinth level.81198 1-5-40-1 7,361.900
cu.mAll Works above plinth & up to floor V level.81199 1-5-40-2 8,118.100
Supplying and applying pre tested and approved water based concrete curing
compound to concrete/ masnory surface, all as per manufacturer's specification and
direction of Engineer-in-charge.
1-5-41
kilogramNon pigmented wet curing compound.81200 1-5-41-1 0.000
kilogramPigmented wet curing compound.81201 1-5-41-2 0.000
Providing and fixing tapered/ parallel threaded couplers conforming to IS Code on
"Reinforcement Couplers for Mechanical Splices of Bars for Concrete
1-5-42
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Rate In (Rs.)
UnitItem Description Rate
Reinforcement-Specification", to reinforcement bars including threading,enlargmentat connection by forging, protecting the prepared reinforcement bars and related
operations as required to complete the works per direction of Engineer-in-charge.(The length of the bars in which coupler is to be provided should not less than 4
meter, no deduction for labour and binding wire saved for not providing lap lengthshall be made).
eachCoupler for 16 mm diameter reinforcement bar.81202 1-5-42-1 0.000
eachCoupler for 20 mm diameter reinforcement bar.81203 1-5-42-2 334.000
eachCoupler for 25 mm diameter reinforcement bar.81204 1-5-42-3 507.000
eachCoupler for 28 mm diameter reinforcement bar.81205 1-5-42-4 0.000
eachCoupler for 32 mm diameter reinforcement bar.81206 1-5-42-5 822.000
Providing and fixing in position Stainless Steel Grade 304 plate- 1.0 mm thick as per
design for expansion joints.
1-5-43
kilogram200 mm wide.81207 1-5-43-1 0.000
kilogram300 mm wide.81208 1-5-43-2 0.000
Specification:
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Chapter Name Brick Work
Rate In (Rs.)
UnitItem Description Rate
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in1-6-1
cu.mCement mortar 1:4 (1 cement : 4 coarse sand)81209 1-6-1-1 6,891.300
cu.mCement mortar 1:6 (1 cement : 6 coarse sand)81210 1-6-1-2 6,624.900
Brick work with modular bricks of class designation 75 in foundation and plinth in1-6-2
cu.mCement mortar 1:4 (1 cement : 4 coarse sand)81211 1-6-2-1 6,047.900
cu.mCement Mortar 1:6 (1 cement : 6 coarse sand).81212 1-6-2-2 5,807.600
Brick work with machine moulded perforated bricks of class designation 125conforming to IS: 2222 -1991 in superstructure above plinth level upto floor five
level in cement mortar 1:6(1 cement : 6 coarse sand)
1-6-3
cu.mWith F.P.S. bricks.81213 1-6-3-1 7,587.600
cu.mWith Modular bricks.81214 1-6-3-2 7,266.400
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinthlevel upto floor V level in all shapes and sizes in
1-6-4
cu.mCement mortar 1:4 (1 cement: 4 coarse sand)81215 1-6-4-1 7,576.100
cu.mCement mortar 1:6 (1 cement : 6 coarse sand)81216 1-6-4-2 7,273.000
cu.mExtra for brick work in superstructure above floor V level for each four floors or
part thereof by mechanical means by lifting material using mobile crane.81217 1-6-5 368.100
sq.mExtra for forming cavity 5cm to 7.5cm wide in cavity walls withnecessary weep and vent holes including use of cores and cost
of providing and fixing bitumastic coated M .S. ties 300mm longof 25x3mm section at not less than 3 ties per sqm as per
approved design.
81218 1-6-6 102.800
metreProviding half brick masonry with F.P.S. bricks of class
designation 75 in cement mortar 1:3 (1 Cement : 3 coarse sand)in superstructure for closing cavity 5 to 7.5 cm wide in cavity wall
complete with 10 cm / 11.4 cm wide bitumen felt type 3 grade 1.
81219 1-6-7 249.900
sq.mBrick work 7 cm thick with F.P.S. brick of class designation 75 in
cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure.81220 1-6-8 622.700
cu.mBrick work in plain arches in superstructure including centering and shuttering
complete for span up to 6 metres with F.P.S. brick of class designation 75 incement mortar 1:3 (1 cement : 3 coarse sand).
81221 1-6-9 10,200.200
cu.mBrick work in gauged arches in superstructure in cement mortar1:3 (1 cement : 3 coarse sand) including centering and shuttering
complete, for span up to 6 meters with F.P.S. brick of class
designation 75.
81222 1-6-10 11,876.400
sq.mExtra for additional cost of centering for arches exceeding 6m
81223 1-6-11 543.700
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Rate In (Rs.)
UnitItem Description Rate
span including all shuttering, bolting, wedging and removal (Areaof the soffit to be measured).
Half brick masonry with F.P.S. bricks of class designation 75 in foundation andplinth in
1-6-12
sq.mCement mortar 1:3 (1 cement : 3 coarse sand)81224 1-6-12-1 846.400
sq.mcement mortar 1:4 (1 cement : 4 coarse sand)81225 1-6-12-2 812.400
Half brick masonry with F.P.S. bricks of class designation 75 in superstructure
aboveplinth level upto floor V level in
1-6-13
sq.mCement mortar 1 : 3 (1 cement : 3 coarse sand)81226 1-6-13-1 912.700
sq.mCement mortar 1:4 (1 cement :4 coarse sand)81227 1-6-13-2 878.800
sq.mExtra for half brick masonry in superstructure, above floor V level
for every four floors or part thereof by mechanical means bylifting material using mobile crane.
81228 1-6-14 32.600
sq.mExtra for providing and placing in position 2 Nos. 6mm dia. M.S.bars at every third course of half brick masonry (with F.P.S.
bricks).
81229 1-6-15 76.900
Tile brick masonry with tite bricks of class designation 100 in foundation and plinth
in
1-6-16
cu.mCement mortar 1 : 4 (1 cement : 4 coarse sand)81230 1-6-16-1 11,226.400
cu.mCement mortar 1:6 (1 cement : 6 coarse sand).81231 1-6-16-2 10,738.800
cu.mTile brick masonry with machine moulded tile bricks of class designation 125
conforming to IS : 2690 (Part I) - 1993 in foundation and plinth in cementmortar 1:6 (1 cement : 6 coarse sand).
81232 1-6-17 9,121.200
cu.mTile brick masonry with machine moulded tile bricks of class designation 125conforming to IS : 2690 (Part I) - 1993 in superstructure above plinth level
up to floor V level. in cementmortar 1:6 (1 cement : 6 coarse sand).
81233 1-6-18 11,416.900
cu.mExtra for tile brick masonry with tile bricks of class designation100 in superstructure above floor five level for every four floors or
part thereof.
81234 1-6-19 435.900
cu.mTile brick masonry with tile bricks of class designation 100 in plain arch work
in superstructure in cement mortar 1:4 (1 cement : 4 coarse sand) includingcentering and shuttering complete.
81235 1-6-20 14,083.000
cu.mTile brick masonry with tile bricks of class designation 100 in gauged arch work insuperstructure in cement mortar 1:4 (1cement : 4 coarse sand) including centering
and shuttering complete.
81236 1-6-21 15,588.400
sq.mTile brick masonry work 5 cm thick with tile bricks of class
designation 100 in cement mortar 1:3 (1 cement : 3 coarse sand)81237 1-6-22 645.900
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Rate In (Rs.)
UnitItem Description Rate
sq.mHoney-comb brick work 10/11.4 cm thick with bricks of class
designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand).81238 1-6-23 563.900
cu.mExtra for laying brick work in or under water and/or liquid mud
including cost of pumping or bailing out water and removing slushetc. complete.
81239 1-6-24 399.400
cu.mExtra for laying brick work in or under foul position81240 1-6-25 137.300
cu.mBrick work with machine moudled F.P.S. bricks of class designation 125 in exposedbrick work including making horizontal and vertical grooves 10mm wide 12mm
deep complete from ground level up to plinth level in cement mortar 1:6 (1 cement :6 coarse sand).
81241 1-6-29 7,001.200
cu.mBrick work with machine moudled perforated F.P.S. bricks of class designation 125conforming IS : 2222-1991 in exposed brick work including making horizontal and
vertical grooves10mm wide 12 mm deep complete from ground level up to plinthlevel in cement mortar 1:6 (1 cement : 6 coarse sand).
81242 1-6-30 1,837.100
cu.mBrick work with machine moulded perforated modular bricks of classdesignation 125 conforming to IS : 2222 -1991 in exposed brick work including
making horizontal and vertical grooves 10 mm wide 12mm deep complete from
ground level up to plinth level in cement mortar 1:6 (1 cement : 6 coarse sand).
81243 1-6-31 6,661.800
Brick work with clay fly-ash F.P.S. brick of class designation 75 in superstructure
above plinth level upto floor five level in
1-6-32
cu.mBrick work with clay fly ash F.P.S. brick of class designation 75 in super structure
above plinth level in Cement mortar 1:4(1 cement : 4 coarse sand)81244 1-6-32-1 3,612.900
cu.mBrick work with clay fly ash F.P.S. brick of class designation 75 in super structure
above plinth level in Cement mortar 1:6 (1 cement : 6 coarse sand)81245 1-6-32-2 3,309.900
cu.mExtra for exposed brick work/ clay flyash brick work in
superstructure above floor five level, for each four floors or partthereof.
81246 1-6-33 435.900
Brick work with modular fly ash lime bricks (FALG Bricks) conforming to IS:
12894-2002, class designation 100 average compressive strength in super structure above
plinth level upto floor V level in
1-6-34
cu.mCement mortar 1:4 (1 cement: 4 coarse sand)81247 1-6-34-1 6,626.800
cu.mCement mortar 1:6 (1 cement : 6 Coarse sand)81248 1-6-34-2 6,358.600
Brick work with modular calcium silicate bricks machine moulded conforming toIS:4139-1989, class designation 100 average compressive strength in super structure
above plinth level upto floor V level in
1-6-35
cu.mCement mortar 1:4 (1 cement: 4 coarse sand)81249 1-6-35-1 5,204.200
cu.mCement mortar 1:6 (1 cement : 6 Coarse sand)81250 1-6-35-2 4,927.900
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Rate In (Rs.)
UnitItem Description Rate
Brick work with modular extruded burnt fly ash clay sewer bricks (Conforming to
IS: 4885 - 1988) in foundation and plinth
1-6-36
cu.mCement Mortar 1:4 ( 1 cement : 4 coarse sand)81251 1-6-36-1 4,957.700
cu.mBrick work with modular extruded brunt fly ash clay sewer bricks (conforming to
IS : 4885-1988) in arches in foundation and plinth n cement mortar 1:3 ( 1 cement :3 fine sand).
81252 1-6-37 8,207.100
cu.mProviding and laying autoclaved aerated cement blocks masonry
with 100mm thick AAC blocks in super structure above plinthlevel up to floor V level in cement mortar 1:4 (1 cement : 4 coarse
sand ) The rate includes providing and placing in position 2 Nos.6 mm dia M.S. bars at every third course of masonry work.
81253 1-6-38 6,203.600
cu.mExtra for AAC block masonry in superstructure above floor Vlevel for every four floors or part there of.
81254 1-6-39 435.900
sq.mProviding and laying Gypsum panel partitions 100mm thick withwater proof Gypsum panels of size 666x500x100mm, made of
calcite phosphor Gypsum fixed with tongue and groove, jointed
with bonding plaster as per manufacturers specifications insuperstructure above plinth level up to floor V level. Gypsum
blocks will have a minimum compressive strength of 9.3 kg/cm2
81255 1-6-40 783.000
sq.mExtra for Gypsum panel Partitions in superstructure above floor V
level for every four floors or part thereof.81256 1-6-41 50.300
Brick work with mechanised autoclaved flyash lime bricks conforming to I:S
12894 :2002 of class designation 100 in superstructure above plinth level upto floor V
level in.
1-6-42
cu.mCement mortar 1:4 (1 cement :4 coarse sand).81257 1-6-42-1 4,898.900
cu.mCement mortar 1:6 (1 cement :6 coarse sand).81258 1-6-42-2 4,597.000
cu.mExtra for mechanized autoclave flyash lime bricks conforming toIS: 12894- 1990 of class designation 100 in superstructure above
floor V level for each four floors or part thereof.
81259 1-6-43 435.900
metreBrick edging 7cm wide 11.4cm. deep to plinth protection with
bricks of class designation 75 including grouting with cementmortar 1:4 (1 cement : 4 fine sand)
81260 1-6-44 54.200
Half brick masonary with non modular fly ash lime Gypsum bricks (FALG bricks)
class designation 10, conforming to IS : 12894, in super structure above plinth andupto floor V level.
1-6-45
sq.mCement mortar 1:3 (1 cement : 3 Coarse Sand)81261 1-6-45-1 830.400
sq.mCement mortar 1:4 (1 cement : 4 Coarse Sand)81262 1-6-45-2 801.200
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Rate In (Rs.)
UnitItem Description Rate
Half brick masnory wirh non modular mechanised auto claved fly ash sand lime
bricks class designation 10, conforming to IS : 12894, in super structure aboveplinth and up to floor V level.
1-6-46
sq.mCement mortar 1:3 (1 Cement : 3 coarse Sand)81263 1-6-46-1 644.300
sq.mCement mortar 1:4 (1 Cement : 4 coarse Sand)81264 1-6-46-2 615.000
Brick work with common burnt clay selected F.P.S. (non modular) bricks of class
designation 7.5 in exposed brick work including making horizontal andvertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1
cement : 6 coarse sand)
1-6-26
cu.mFrom ground level upto plinth level.81265 1-6-26-1 6,495.000
cu.mAbove plinth level upto floor V level.81266 1-6-26-2 7,088.000
Brick work with common burnt clay modular bricks of class designation 75 inexposed brick work including making horizontal and vertical grooves 10 mm wide
12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).
1-6-27
cu.mFrom ground level upto plinth level.81267 1-6-27-1 0.000
cu.mAbove plinth level upto floor V level.81268 1-6-27-2 0.000
Brick work with common burnt clay machine modular bricks of class designation
12.5 in exposed brick work including making horizontal and vertical grooves 10 mmwide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand ).
1-6-28
cu.mFrom ground level upto plinth level.81269 1-6-28-1 0.000
cu.mAbove plinth level upto floor V level.81270 1-6-28-2 0.000
Specification:
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Chapter Name Stone Work
Rate In (Rs.)
UnitItem Description Rate
Random rubble masonry with hard stone in foundation and plinth includinglevellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone
aggregate 20mm nominal size) at plinth level with
1-7-1
cu.mCement mortar 1:6 (1 cement : 6 coarse sand)81271 1-7-1-1 2,962.700
cu.mExtra for random rubble masonry with hard stone in
superstructure above floor V level for every four floors or partthereof
81272 1-7-3 581.200
Extra for random rubble masonry with hard stone in1-7-4
cu.mSquare or rectangular pillars81273 1-7-4-1 378.100
cu.mCircular pillars.81274 1-7-4-2 948.000
cu.mExtra for random rubble masonry with hard stone curved onplan for a mean radius not exceeding 6 m.
81275 1-7-5 332.400
Coursed rubble masonry (first sort) with hard stone in foundation and plinth with1-7-6
cu.mCement mortar 1:6 (1 cement: 6 coarse sand)81276 1-7-6-1 3,434.100
Coursed rubble masonry (second sort) with hard stone in foundation & plinth with1-7-7
cu.mCoursed rubble masonry (second sort) with hard stone infoundation & plinth with :
Cement mortar 1:6 (1 cement : 6 coarse sand)
81277 1-7-7-1 3,206.500
cu.mExtra for coursed rubble masonry with hard stone (first or
second sort) in superstructure above floor V level for everyfour floors or part thereof.
81278 1-7-9 581.200
Extra for coursed rubble masonry with hard stone (first or second sort) in1-7-10
cu.mSquare or rectangular pillars81279 1-7-10-1 424.600
cu.mCircular pillars.81280 1-7-10-2 1,088.800
cu.mExtra for coursed rubble masonry with hard stone (first orsecond sort) curved on plan for a mean radius not exceeding
6 m.
81281 1-7-11 367.200
Stone work in plain ashlar in super structure upto floor five level in cement mortar
1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 whitecement: 2 stone dust) with an admixture of pigment matching the stone shade
1-7-12
One face dressed.1-7-12-1
cu.mRed sand stone81282 1-7-12-1-1 28,314.800
cu.mWhite sand stone81283 1-7-12-1-2 29,066.800
Both face dressed.1-7-12-2
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Rate In (Rs.)
UnitItem Description Rate
cu.mRed sand stone.81284 1-7-12-2-1 36,379.600
cu.mWhite sand stone81285 1-7-12-2-2 37,161.400
Stone work ashlar punched (ordinary) in superstructure upto floor five level incement mortar 1:6 (1 white cement: 6 coarse sand) including pointing with cement
mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matchingthe stone shade.
1-7-15
One face dressed1-7-15-1
cu.mRed sand stone.81286 1-7-15-1-1 1,35,870.
cu.mWhite sand stone.81287 1-7-15-1-2 1,43,601.
Both faced punched1-7-15-2
cu.mRed sand stone.81288 1-7-15-2-1 1,42,363.
cu.mWhite sand stone.81289 1-7-15-2-2 1,50,094.
cu.mExtra for stone work, plain ashlar or ashlar punched abovefloor V level for every four floors or part thereof
81290 1-7-16 581.200
Extra for plain ashlar or ashlar punched in1-7-17
cu.mSquare or rectangular pillars.81291 1-7-17-1 1,788.900
cu.mExtra for stone work; plain ashlar or ashlar punched curved
on plan with a mean radius not exceeding 6 m.81292 1-7-18 1,244.400
sq.mExtra for additional cost of centering for arches exceeding
6m span including all strutting, bolting, wedging etc. andremoval (area of soffit to be measured).
81293 1-7-19 543.700
Stone work sunk or moulded or sunk and moulded upto floor five level in cementmortar 1:6 (1 cement: 6 coarse sand) including pointing with white cement mortar
1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching thestone shade
1-7-20
cu.mRed sand stone81294 1-7-20-1 40,410.000
cu.mWhite sand stone81295 1-7-20-2 41,191.900
Extra for stone work sunk or moulded or sunk and mlded or carved in1-7-21
cu.mTriangular or Square or rectangular pillars81296 1-7-21-1 2,333.300
cu.mCircular or polygonal pillars81297 1-7-21-2 6,611.100
metreExtra for stone work sunk or moulded in cornices.81298
1-7-22 21.100
Stone work (machine cut edges) for wall lining etc. (veneer work) backing filled
with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) includingpointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an
admixtureof pigment matching the stone shade : (To be secured to the backing by means of
1-7-23
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Rate In (Rs.)
UnitItem Description Rate
cramps which shall be paid for separately)
Red sand stone - exposed face fine dressed with rough backing.1-7-23-1
sq.m70 mm thick.81299 1-7-23-1-1 2,526.800
sq.m60 mm thick.81300 1-7-23-1-2 2,499.400
sq.m50 mm thick.81301 1-7-23-1-3 2,374.500
sq.m40 mm thick.81302 1-7-23-1-4 2,249.100
sq.m30 mm thick.81303 1-7-23-1-5 2,113.700Red sand stone - Exposed face machine cut and table rubbed with rough backing.1-7-23-2
sq.m70 mm thick81304 1-7-23-2-1 3,484.000
sq.m60 mm thick81305 1-7-23-2-2 3,326.700
sq.m50 mm thick81306 1-7-23-2-3 3,235.100
sq.m40 mm thick81307 1-7-23-2-4 3,109.200
sq.m30 mm thick81308 1-7-23-2-5 2,984.500
White sand stone - exposed face fine dressed with rough backing .1-7-23-3
sq.m70 mm thick81309 1-7-23-3-1 2,666.900
sq.m60 mm thick.81310 1-7-23-3-2 2,404.000
sq.m50 mm thick.81311 1-7-23-3-3 2,402.400
sq.m40 mm thick.81312 1-7-23-3-4 2,269.300
sq.m30 mm thick.81313 1-7-23-3-5 2,137.100
White sand stone - Exposed face machine cut and table rubbed with rough backing.1-7-23-4
sq.m70 mm thick.81314 1-7-23-4-1 3,538.700
sq.m60 mm thick.81315 1-7-23-4-2 3,394.500
sq.m50 mm thick.81316 1-7-23-4-3 3,274.200
sq.m40 mm thick.81317 1-7-23-4-4 3,178.600
sq.m30 mm thick.81318 1-7-23-4-5 3,009.000
cu.mExtra for stone work (veneer work) curved on plan with a
mean radius not exceeding 6 m.81319 1-7-24 1,788.900
kilogramProviding and fixing stainless steel cramps of required sizeand shape for anchoring stone wall lining to the backing orsecuring adjacent stones in stone wall lining in cement
mortar 1:2 (1 cement : 2 coarse sand) including making thenecessary chases in stone and holes in walls wherever
required.
81320 1-7-25 727.200
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Rate In (Rs.)
UnitItem Description Rate
eachProviding and fixing stone dowels 10x5x2.50 cm cut to
double wedge shape as per design in cement mortar 1:2 (1cement : 2 coarse sand) including making the necessary
chases.
81321 1-7-26 38.100
eachProviding and fixing copper pins 7.5 cm long 6 mm diameter
for securing adjacent stones in stone wall lining in cementmortar 1:2 (1 cement : 2 coarse sand) including making the
necessary chases.
81322 1-7-27 27.800
Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm widebeyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4
coarse sand) with 12mm diameter anchoring steel bar 45 cm long fixed in eachstone and supported on and including with bricks cove of class designation 75 in
cement mortar 1:4 (1 cement : 4 coarse sand) including pointing in cement mortar1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the
stone shade
1-7-28
Red sand stone:1-7-28-1
sq.mRed sand stone: With F.P.S Bricks81323 1-7-28-1-1 1,227.900
White sand stone1-7-28-2
sq.mWith F.P.S. bricks81324 1-7-28-2-1 1,271.400
Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cmprojection in cement mortar 1:4 (1 cement: 4 coarse sand) including pointing in
white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture ofpigment matching the stone shade
1-7-29
sq.mRed sand stone81325 1-7-29-1 740.400
sq.mWhite sand stone81326 1-7-29-2 774.300
sq.m30mm red sand stone sun-shade (chisel-dressed) supported
on red sand stone brackets, fixed in walls with cement mortar1:4 (1 cement : 4 coarse sand) including finishing complete.
813271-7-30 827.000
eachProviding and fixing red sand stone brackets 55x22.5x45cm
sunk and moulded including providing and fixing with 4 Nos.gun metal cramp 25x6mm 30 cm long and dowel bars 7.5 cm
long 6 mm dia as per design.
81328 1-7-31 2,967.700
Stone work, plain in copings, cornices, string courses and plinth courses, upto 75
mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand) including pointing withwhite cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of
pigmentmatching the stone shade.
1-7-32
cu.mRed sand stone81329 1-7-32-1 25,826.200
cu.mWhite sand stone81330 1-7-32-2 26,333.800
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Rate In (Rs.)
UnitItem Description Rate
Providing and fixing stone jali 40mm thick throughout in cement mortar 1:3 (1
cement : 3 coarse sand) including pointing in white cement mortar 1:2(1 whitecement: 2 stone dust) with an admixture of pigment, matching the stone shade, jali
slab without any chamfers etc.
1-7-33
sq.mRed sand stone81331 1-7-33-1 9,378.000
sq.mWhite sand stone81332 1-7-33-2 9,412.800
cu.mExtra for laying stone work in or under water and/or liquid mud including cost ofpumping or bailing out water and removing slush etc. complete.
81333 1-7-34 399.400
cu.mExtra for laying stone work in or under foul position.81334 1-7-35 137.300
sq.mWall lining butch work upto 10m height with red/ white sandstone 40 mm thick rough facing on the exposed surface with
stone strips of minimum length 300 mm and required widthincluding embedding every tenth layer and bottom most layer
in masonry or concrete after making necessary chases ofsize 75x75mm and by providing layer of 75mm thick strips i/c
12mm thick bed of cement mortar 1:3 (1 Cement : 3 coarsesand) i/c ruled pointing in cement mortar 1:2 (1 white cement
: 2 stone dust) with an admixture of pigment to match theshade of stone complete as per direction of Engineer-in-
charge.
81335 1-7-36 1,461.600
Stone work ( machine cut edges) for wall lining upto 10 m height etc. (Veneer
work) backing filled with a grout of 12mm thick cement mortar 1:3 (1 Cement : 3
coarse sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust) includingrubbing and polishing complete. (To be secured to the backing by means of cramps
which shall be paid for separately)
1-7-37
Kota stone slabs exposed face dressed and rubbed.1-7-37-1
sq.m25 mm thick81336 1-7-37-1-1 1,667.500
Stone tile work for wall lining upto 10 m height with special adhesive over 12mm
thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in
white cement with an admixture of pigment to match the stone shade.
1-7-38
8mm thick (mirror polished and machine cut edge)1-7-38-1
sq.mGranite stone of any colour and shade.81337 1-7-38-1-1 1,784.200
sq.mRaj Nagar plain white marble/ Udaipur green marble/ Zebra black marble.81338 1-7-38-1-2 1,479.700
sq.mExtra for stone work for wall lining on exterior walls of height
more than 10 m from ground level for every additional height
of 3 m or part there of.
81339 1-7-39 129.300
Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang sawcut stone with (machine cut edges) of uniform colour and size upto lmxlm, fixed to
structural steel frame work and/ or with the help of cramps, pins etc. and sealingthe joints with approved weather sealant as per Architectural drawing and
1-7-40
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Rate In (Rs.)
UnitItem Description Rate
direction of Engineer-in-charge. (The steel frame work, stainless steel cramps andpins etc. shall be paid for separately.)
sq.mRed sand stone.81340 1-7-40-1 2,311.700
sq.mWhite sand stone81341 1-7-40-2 2,345.700
kilogramProviding and fixing structural steel frame (for dry cladding
with 30 mm thick gang saw cut with machine cut edges sandstone) on walls at all heights using M.S. square/ rectangular
tube in the required pattern as per architectural drawing
including cost of cutting, bending, welding etc. The framework shall be supported in wall with the help of MS brackets/lugs of angle iron/ flats etc. which shall be welded to the
frame and embedded in brick wall with cement concreteblock 1:2:4 (1 cement :2 coarse sand :4 graded stone
aggregate 20mm nominal size) of size 300x230x300mmincluding cost of necessary centring and shuttering and with
approved expansion hold fasteners on CC/RCC surfaceincluding drilling necessary holes. Approved cramps/ pins
etc. shall be welded to the frame work to support stone
cladding the steel work will be given a priming coat of Zinc
primer as approved by Engineer-in-charge and painted withtwo or more coats of epoxy paint (Shop drawings shall besubmitted by the contractor to the Engineer-in-charge for
approval before execution). The frame work shall be fixed intrue horizontal & vertical lines/planes. (Only structural steel
frame work shall be measured for the purpose of payment,stainless steel cramps shall be paid for separately and
nothing extra shall be paid.)
81342 1-7-41 128.400
eachProviding and fixing adjustable stainless steel cramps of
approved quality and of required shape and size adjustablewith stainless steel nuts bolts and washer (total weight not
less than 260 gms) for dry stone cladding fixed on framework at suitable location including making necessary
recesses in stone slab, drilling required holes etc complete
as per direction of the Engineer-in-charge.
81343 1-7-42 202.700
Random rubble masonry with hard stone in superstructure above plinth level
and upto floor five level, including leveling up with cement concrete 1:6:12 (1cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at
window sills, ceiling level and the like.
1-7-2
cu.mCement mortar 1:6 (1 cement : 6 coarse sand).81344 1-7-2-1 0.000
Extra for coursed rubble masonry with hard stone (first or second sort) insuperstructure above plinth level and upto floor five level.
1-7-8
cu.mMasonry work (first sort), in cement mortar 1:6 ( 1 cement : 6 coarse sand)81345 1-7-8-1 0.000
cu.mMasonry work (Second sort), in cement mortar 1:6 ( 1 cement : 6 coarse sand)81346 1-7-8-2 0.000
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Rate In (Rs.)
UnitItem Description Rate
Stone work plain ashlar in arches in super structure upto floor V level in cement
mortar 1:3 (1 cement :3 coarse sand) including centring, shuttering and pointingwith white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of
pigment matching the stone shade.
1-7-13
One face dressed1-7-13-1
cu.mRed sand stone81347 1-7-13-1-1 1,36,868.
cu.mWhite sand stone81348 1-7-13-1-2 1,44,599.
Both face dressed1-7-13-2
cu.mRed sand stone81349 1-7-13-2-1 1,45,475.
cu.mWhite sand stone81350 1-7-13-2-2 1,50,527.
Stone work plain ashiar in domas super structure upto floor V level in cement mortar
1:3 (1 cement : 3 coarse sand) including centring, shuttering and pointing with whitecement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment
matching the stone shade.
1-7-14
One face dressed1-7-14-1
cu.mRed sand stone81351 1-7-14-1-1 1,51,525.cu.mWhite Sand stone81352 1-7-14-1-2 1,59,056.
Both face dressed1-7-14-2
cu.mRed sand stone81353 1-7-14-2-1 1,73,123.
cu.mWhite sand stone81354 1-7-14-2-2 1,80,854.
Specification:
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Chapter Name Marble Work
Rate In (Rs.)
UnitItem Description Rate
Marble work gang saw cut (polished and machine cut) of thickness 18mm for walllining (veneer work) in cement mortar 1:3 (1 cement : 3 coarse sand) including
pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with anadmixture of pigment to match the marble shade: (To be secured to the backing by
means of cramps, which shall be paid for separately).
1-8-1
Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.1-8-1-1
sq.mArea of slab upto 0.50 sqm81355 1-8-1-1-1 2,557.100
sq.mArea of slab over 0.50 sqm81356 1-8-1-1-2 2,688.300
Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and
prepolished) machine cut for kitchen platforms, vanity counters ,window sills ,
faciasand similar locations of required size of approved shade, colour and texture laid
over 20mm t
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